QUEENSBURY FOREST PHASE 3 3 OF 5 TOPSOIL FOR
SETTLING
24' TAPERED HOLE & PLUG
(TYPICAL) t t'
zD'
SEPTIC TANK BY FORT MILLER _____ ______
6 MIN. - 4.. 1250 GAL. BUILDING r-- I 4"PERFDRATED P.V.C. 6"
12'MA7C EARTH gACKFJLU 5'-3 ' LINE 4'PV.C.. 4'PV.C-, _____—____ —
El Ej
ttNTREATEct katLOJNG PAPFR J A'57RAW 1000 GAL. FT. II v4 /F .
+6l"
I DISTRIBUTION/ ---'-- ---------- --t-
o'er aox T
VW MIN ENDS CAPPED 6•
'�-�SEE T.'P SECTION--e----- PROPERTY
12"MIN. < -' LINE
+ 10'
I EFFECTIVE LENGTR-
5"MIN 13' `SLOPE I46"-1/32"/FT.
24'1 - 3/4' TO 11/2 4 8"
2 MIN. ?'MIN - CRUSHED STONE OR V a
WASHED GRAVEL
��77llTi:TITITTIii�7.%ii37TlTT� 5, 1" 18008GAL
GROUNDWATER BEDROCK /
2
INLET LEACH FIELD DESIGN
IMPERVIOUS LAYER CROSS SECTIONAL VIEW LONGITUDINAL VIEW
,� ( NO. BEDROOMS L.F OF TILE NO. LINES/i ENGTH
2 12 --��-2'
3 I f8T 4 EA 47'
I�MA X.
- 4
11
1250 GAL.MIN. LIQUID
' I \
B
1�
-
CONSULT ENGINEER v_
A_Td DEPARTMENT
r }•+ .. - ,r � LE`V�EL 10 2
2"MIN, I 9� .
. .:. NOTE:ly/
SDR 35 P.N.C. _
FLOW ALL CONCRETE STRUCTURES TO BE BY THE FORT MILLER CO. OR EQUAL.
HIGH DENSITY POLYETHYLENE OUT FIVE 4"
PIPE SEALS PROVIDED AT ALL PIPE i KNOCKOUTS WITH
CONNECTIONS SHOWN. \ HIGH DENSITY POLY-
'S4 L- /L' /gZ'/Fr. I PERFORATION ETHYLENE PIPE SEALS.
LL--DISTRIBUTOR PIPE
TRENCH PROFILE SEPTIC TANK SIZE
TYPICAL
1000 GAL. FOR 2 AND 3 BEDROOM
TOP, BOTTOM, AND SIDES SEPTIC SITE PLAN LAYOUT
NOTE 1250 GAL. FOR 4 BEDROOM
DISTP..1Br,=ION BOX ALL 111- THICK
-DO NOT INSTALL TRENCHES IN WET SOIL
-RAKE SIDES AND BOTTOM OF TRENCH PRIOR TO PLACING GRAVEL 41 DI:>: _IBUTION BOX FOR 2, 3, AND 4 BEDROOM
-END OFALL DISTRIBUTOR PIPES II!'ST BE PLUGGED UNLESS SEPTIC TANK DETAIL
INTE7CC,NNE CTEO
-SPACING OF ABSORPTION TRENCH 6-0`0 C .v 77S.
DISTRIBUTION BOX DETAIL
N.ZS.
ABSORPTION TRENCH DETAIL
OL WALTON COURT
NFS
R.O.W. LINE
25'
TRAVEL LANE � 7!
EXISTING TIMBER
R.O.W. LINE �GUIDERAIL
3Z-5.7 POSTS (Typ.) (3) 3/4"DIA. 8-0" (Typ.) 2 Ill-a+i
STEEL CABLES g"
EXISTING GROUND
171
33 T30
°
.,.;,,,.,,,,,,y s ;��,µ.,. f ,... .,. `^ - - - - EXISTING 24" CMP - - .- - - - - - - - E - — - - - - -
I I � •"•�^"� .ewlat+Isrn>mvu L~) EXISTING 24°CMP
' I
Fi rI FINISHED GRADE cT_T )'iT` '-i''' ! 30' - — - - -
' ' 1 ' I i l STEEL CABLE GU/DE.2A/L/N6 .SHALL I EXISTING L, �� !- ul CLw;6eM TD THE Rpcx1CABLE RECW/I&W61475 1J PROPOSED 18"CMP CONNECT EXISTING 24'�CMP TO INVEXI ELEV. 4i4.80±
OF SECT/ON 666- GU/OE ,P4141N6 OF THE
NYSOOT STRNOR,C'O SPEfIF/CAT/OHS INVERT
MANHOLE AT EXISTING
DETAIL OF STEEL CABLE GUIDE RAILING PROPOSED MANHOLE 01
PROPOSED INVERT ELEV. 412.00
PROPOSED CONNECTION DETAIL AT MANHOLE I
,Vr.s-
o-¢" o'-f¢" o-e c
Twp ?owori Tocvoa -
Q, 36 e_36 �-1 c--3.
web. F"nfb
Sane Sono San'
SEWAGE DISPOSAL NOTES
36-so
F.° SEPTIC DESIGN 1) PERCOLATION AND 'PEST PIT DATA SHALL BE OBTAINED FOR EACH LOT
Fll, S a 36'-84' Saw PRIOR TO CONSTRUCTION OF SEWAGE DISPOSAL SYSTEMS.
USE 1-5 MINUTE PERCOLATION RATE
c .aca, sea APPLICATION RATE = 1. 2 GAL. /DAY/S.F. 2) SEWAGE DISPOSAL SYSTEMS SHALL BE DESIGNED BASED ON SOILS
soe INFORMATION OBTAINED AT THE TIME OF CONSTRUCTION.
Mam:peRo' DESIGN FLOW = 300 GAL. /DAY (2 BEDROOMS)
AREA REQUIRED = 300 GAL. DAY _ 3) WHERE PERCOLATION RATES ARE FASTER THAN ONE MINUTE PER INCH,
resr PIT 'tI TEST PIT 'z,•3 TEST PIT <a rsT P- T= 1 . 2 GAL. /DAY/S.F. THE SOILS MUST BE MODIFIED TO OBTAIN AN ACCEPTABLE
250 S.F. PERCOLATION RATE FOR A DEPTH OF 24 INCHES BELOW THE STONE
dl. LENGTH REQUIRED = 250 S.F, BED AND A DISTANCE OF FIVE FEET BEYOND ALL SIDES OF THE
2 S.F. /L.F. LEACH AREA.
° -p Tow f
o-p 125 L.F.
Tom'} w.w a20 *USE 3 LATERALS AT 42 ' = 126 L.F. OF PIPE 4) ALL SEPTIC PERMITS MUST BE OBTAINED PRIOR TO CONSTRUCTION OF
'r - Ta;sa
F;m Yeb r�wro, - SEWAGE DISPOSAL SYSTEMS.
a - C +z -30 DESIGN FLOW � 450 GAL. /DAY (3 BEDROOMS)
F. = ScYd
sana AREA REQUIRED - 450 GAL. /DAY
14L`i1'' 1'ltJil� '+'yrYid•; iJlvi - z+--ri s�.c , 1. 2 GAL. /DAY/S.F.
QIfi � 4i+1.. i4. it_f ,' Of" ICF.tIiEi —
P. zr _so
E)�fE,r ..rfl�pp��tt 21fo� F,n, - 375 S.F. 2 NLT3 5-/9-9Z AOOED GU/DEPA/L DETA/L
Y:h..�.....M7rg�..r e,ey F,., r"h' s-r 30"-r'
sab sob LENGTH REQUIRED = 375 S.F.
ftM le to certify dil-t tslc r „ ,; 2 S.F./L.F. N.D.5. 5-/3-92 RfV/S/OHS A5 PE2 KEV/EW COMMENT Q - L147 D 5-1L92
+ 1 - ) ;arraw errtew .ks... r�+r Fine curr 187 L.F.
REV.: BY: DATE: NOTE:
a ,n rewa}(rs +Ilnt, ) I.. ftrr'r>zJ'er s _
pleas oN fil< TI + r
N)I °pI' far ,<,<:rrf; ruPFf7 see sons *USE 4 LATERALS AT 47 ' = 188 L.F. OF PIPE QR�E[$$;0}� r�QUEENISBURY FOREST PHASE III DFSGNED: CAD n-E
f i !I+ Ire jvitfl
.r N.D. Sciartelll
t16fWhieby 3i thi, , IS t ,- 7 s r jl,i'')t ,re Coeipact,t VS�O �FpD S. ,y�S`yn
011 wiricb t111 , 1 DESIGN FLOW - 600 GAL. /DAY (4 BEDROOMS) `G� DRAYM: SCALL
{a, map cmKwrr'r�. Sontr90 �. � M.A.C. As Noted
+A AwworrIanr. w Ili, +i., , - sn>a AREA REQUIRED = 600 GAL. /DAY DETAILS
.t l� �tel• ' TEST PIT 1. 2 GAL. /DAY/S.F. �
NOL
$"kh Law and Seciip,H t; t:ii.3 ,.( Iw! i Mrnmrosrz'
t...oaraervetiott (yam wa,°'Be•' = 500 S.F. R.S. Morse 91-/0I
A TEST PIT 'i68,'7, "e,*9,"p,*u s.... LENGTH REQUIRED = 500 S.F.
TEST PIT �6 _ TEST PR t
2 S.F. /L.F. �434o � oRAwrncNa:
- Town of Oosenebur Count of Warren-Stcte of New York
fhRuf, i " `, Note: Test Pit dalo obtained from LeoQ'1 Steves3 - 250 L.F. (q q[`N n
of borings pt:rformed by D.J-& $ *USE 5 LATI-0thLS AT 50 ' = 250 L.F. OF PIPE ®HORSE F_Nc�It INCCI P.C. V o
B. Fear on G-19-66- K ao LOWER
I�Dc AVE
DALE Y ® C)t�®BURY, PLY. 12904
�l�T -3 DATE PRWTfD:
OF �-